Loading...
14-88-009-Engineered Wood -6 Strusforaf Composite Lui»ber Connectors - _ FACE MOUNT HANGERS I-JOISTS Allowable Leads r Web' Dimensions Fasteners DF/SPSpeciesHeader SPF/HF Species Header - • Mi fade ReL LIUSI.56/9.5 a." Stiff Ga WH Uplift Floor Snow -Roof Floor SnoN Roof Reqd W Face Joist (160) (100) (115) (125) •1100) (115) (125)- p — 18 13 5 8-10d — 75 935 1075 1170 810 930 1010 19,L11,FE 1956 8- 10dxl% 2- 10dx11� 255 730 835 910 ' 625 720 780 19, L5, I °m 1'fe x 915 IUT29 — 18 135n 810d 210dx114 255 890 1020 1110 770 885 960 cz MIU1.56/9 — 16 lafie 16-16d 2- 10dxl% 230 2270 2615 2840 1970 2265 2460 19, F3 IUS1.56/11.88 — 18 1% 10-lOd 75 1170 1345 1465- -1010 1160 1265- 19,L11,Fc 195610- 10dxl% 2- 10dxl% 255 910 1045 7140 780 895 975 Ig L5 F ' 11Y• -11'15 11fT211 O — 18 1556 1115 2 — iD-10d 2- 10dxl% 255 1110 1275 1390 -960 1105 1200 MIU156/11 — i6 1'Y,s 1114. 234 — 2016d 2- tOdx114 230 2840 3265 3550 2460 2830 3075 _19,F3 +� — 18 195. 13% 2 — 14- 1DdxI% 2- 1Odxi14 255 1275 1465 1590 1090 1255 1365 19.LJ5,F8 c,J y 1%x14 IUT214 1956 133'. 2 — 14 -10d 210dz114 255 1555 1785 1875 1345 1545 1680 a 134x914 IUS1.81/9.5 — 18 1715 914 2 — 8-10d — 75 - 935 1075 1170 810 930 1 19, Li 1, Fc E 1+346 9 2 — 810dx134 210dxt�h 255 730 835. • 91D 625 720 780 19, L5, F8 v 1 Yi X 9Yi - 914 I1t19 — 18 11%6 9 2 — 8-10d 2 -1 Odxl% 255 890 1020 1110 770 885 960 5 MIU7.81/9 — 16 1' Ke 81116 234 — ' 16-16d 2- 10dxl% 230 2270 2615 2840 1970 2265 2460 19, F3 v IUS1.81t11.88 — 18 17% 11715 2 10 lOd — 75 1170 1345 1465 1010 1160 1265 19, L11, FE 1'156 1115 2 — 10- todx114 2- 1Ddxl% 255 910 1045 114o- "780 895 975 19 F8 13'1x117/6 1UT11 — 18 1+356 1115 2 — 10tOd 210dx114 255 1110 1215 1390 960 1105 1200 MIU1.81ti1 — 16 113As 11Yu 2% — 20-16d 2- 10dx114 230 28 II +9265 3550 2460 2830 3075 19, F3 o IUS1.81/14 — 18 1715 14 2 Min 12 -10d _ 75 1405 1615 1755 1210 1395 1515 19,Li1,F8 c 1715 14 2 Max 14 -10d 75 1640 1885 1980' 1415 1625 1770 3 1111. 133'+ 2 — 14- 10dxl% 2- 10dx114 255 1275 1465 1590 1090 1255 1365 ' 19, L5, F8 b 131.x14 — IUT14 — 18 1135e 13% 2 14 -10d 2 lOdx114 255 1555 1785 1940 1345 1545 1680 i — 16 1�35s 13356 211 — 22-16d 2- 10dxl% 230 3125 3595 3905 2705 3110 3385 19,F3 MIU1.81/14 17,16 i6 2 Min 14 -10d — 75 1640 1885 1980 1415 1625 1770 19, L5, FS °j 134 X 16 IUS1.81/16 — 18 17/a 16 2 Max 16-10d — 75 1870 "1980 1980 1615 1860 1980 W MIU1.81/16 — i6 1735. 1545. 214 — 2416d 2 lOdx134 230 3416 3920 4005 2950 3395 •3690 19, F3 111x18 -20 MIU1.81/18 — 16 V"s 17356 2% — 26-16d 2- 10dxl% 230 3690 4005 4005 3200 3680 4000 2X9% IUS206/9.5 — 18 216 914 2 S-10d — 75 935 1075 1170 810 930 1010 19, F8 IUT206/9 — 8- Ne 93Ae 2 — 8-10d 2- 1Odx11fi 255 890 1020 1110 770- 885 960 19, L5, FS IUS2.06/11.88 — 18 2% 117A 2 — 10-10d — 75 1170 1345 1465 1010 1160 1265 19,L11,F8 2 X 11715 1UT206/11 — 18 234e 1135a 2 — 1D-10d 2- 10dxl% 255 1110 1275 1390 960 1105 1200 19, L5, F8 — 18 2% 14 2 Min 12 -10d — 75 1405 1615 1755 1210 1395 1515 19,L11,F8 204 14 IUS206/14 — 18 2% 14 2 Max 14 -10d — 75 1640 1885 1980 1415 1625 1710 IUT206/14 — 18 No 13135e 2 — 14100 2- 10dXl% _ 255 1555 1785 1940 1345 1545- 1680 19, L5, F8 18 2% 16 2 Min 14 -10d — 75 1640 1885 1980 1415 1625 1770 19,L11,F8 206 IUS206tl6 — 18 216 16 2 Max 16-1Od — 75 1870 1980 1980 1615 1860 1980 IUS2.06l9.5 �- - — 18 211- 914 2 — 8-100 - — 75 935 1075 1170" 810 • 930 1010' 19, F8 2%e x 9% - HU21/9 . •/ 14 ' 216 9 214 — 14 l6d 6 lOdx114 ' 865 - 1875 2155 2345 1625 1870 2030 IUS206/1188 — 18 2% 11715 2 — 10100 — 75 1170 1345 1465 1010 1160 1265 19, Lil, FB 2Y+ex11% HU21/it ✓ 14 216 11 214 — 16-16d 6- 1Odx114 865 2145 2465 2680 1855 2135 2320 19, F8 21/16 x 14' 111 4- — 18 215 14 2 — 12100 — 75 1405 1615 1755 1210 1395 1515 19, Lti, F8 ;. No x16 IUS2.06/16 - — • 18 215 16 2 — 14 lOd — 75 1640 1885 1980 1415 1625 1770 2Y• x 914 2iC widejoists use the same h2ngers as 2346 wide Joists with the following load adjustments to the table-toads: - to 20 IUS and IUTdownload is the lesser of the table load or 14001bs. IUS uplift is 55lbs- MIU and U downloads are the lesser of thetable load or 2f40170 IUS2.3719.5 — 18 279+6 !Ph 2 — 8 -10d — 75 935 1075 1170 810 930 1010 170 IUT3510 — 18 2% 9 2 — 8- 10dxl% 2- 100x114 255 730 835 910 625 720 780 19, L5, F6 2% 9 2 — 8 10d 2- 100x11: 255 890 1020 1110 770 885 960 2956 x 9% MIU2.37/9 — 16 � 2% 9 T4 — 1616d 2- 10dxl% 230 2270 2615 2840 1970 22fiS 2460 19, F3 U3510/14 ✓ 16 2346 9 • 2 — 14 -16d 6- 10dxl'fi 865 1860 2140 2330 1610 1850 2010 ✓ 14 2% 81346 2% Min 14 -16d 6- 10dx11i r255 1875 2155 2345 1625 1870 2030 19, F8 HU359/HUC359 ✓ 14 2% 8'34. 2% Max 18-16d 10- 10dx114 2410 2775 3015 2090 2400 2610 IUS237/11.88 — 18 27he 11715 2 — 10-10d — 1170 1345 1465 1016 1160 1265 19,L11,F8 IUT3512 — 1B 11% 2- — 10 10dx114 210dx114 910 -1045 1140 -780 895 -975 - 19, L5, F8 235 1116 2 — 10-10d 2- 10dxl% 1110 .1275 1390 " 960- 1105 1200 2356x11715 MIU237/11 — 16 2'S 111+6 214 — 20-16d - 2- 10dxl% 2840 3265 3550 2460 2830 3075 19, F3 U3516/20 - ✓ 16 2456 10946 2 = 16-16d 6- 10dx135 865 2130 2445 2660 1840• 2115 2300. HU3511/HUC3511 7 14 2315 EllyAl 214 Min 16-16d 6-10dx11S 865 2145 2465 2680 1855 2135' 2320 19, F8 ✓ 14 23N+ 27h Max 22160 10- 100x11: 1440 2950 3390 3685 2550 2935 3190' 27Rs 2 Min 12 100 — 75 1405 1615 1755 1210 1395 1515 19,L11,F8 IUS237/14 — 18 27A* 14 2 Max 14-10d — 75 1640 1885 1980 1415 1625 1770 IUT3514 — 18 2'16 1331• 2 — 14100x114 2- 100x116 255 1275 1465 1590 1090 1255 1365 19, L5, F8 '. 2356 x 14 23A 1311 2 14 -10d 21 Odxl34 255 1555 1785 1940 1345 1545 1680 MIU237/14 — 16 235 1314 2'k — 22 t6d 2100x114 230 3125 3595 3905 2705 3110 3385 19, F3 HU3514MUC3514 14 235 13''fi 234 Min 18 t6d 8100x114 1150 2410 2775 3015 2090 2400 2610 19 F8 ✓ 14 215 13fe 234 Max 24 -16d 12100x134 1730 3215 3700 4020 2785 3200 3480 See footnotes on opposite page CODES: See page 12 for Code Reference Key Chart- 84 . .r sM"^_• •�� ". +mss`' : �+l �ki�`t •r